Articles | Volume 9, issue 9
https://doi.org/10.5194/gmd-9-2909-2016
https://doi.org/10.5194/gmd-9-2909-2016
Model description paper
 | 
31 Aug 2016
Model description paper |  | 31 Aug 2016

DebrisInterMixing-2.3: a finite volume solver for three-dimensional debris-flow simulations with two calibration parameters – Part 1: Model description

Albrecht von Boetticher, Jens M. Turowski, Brian W. McArdell, Dieter Rickenmann, and James W. Kirchner

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DebrisInterMixing-2.3: a finite volume solver for three-dimensional debris-flow simulations with two calibration parameters – Part 2: Model validation with experiments
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DebrisInterMixing-2.3: a Finite Volume solver for three dimensional debris flow simulations based on a single calibration parameter – Part 2: Model validation
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Cited articles

Ancey, C.: Plasticity and geophysical flows: a review, J. Non-Newton. Fluid, 142, 4–35, 2007.
Ancey, C. and Jorrot, H.: Yield stress for particle suspensions within a clay dispersion, J. Rheol., 45, 297–319, 2001.
Balmforth, N. and Frigaard, I.: Viscoplastic fluids: from theory to application, J. Non-Newton. Fluid, 142, 1–3, 2007.
Berberović, E., van Hinsberg, N. P., Jakirlić, S., Roisman, I. V., and Tropea, C.: Drop impact onto a liquid layer of finite thickness: Dynamics of the cavity evolution, Phys. Rev. E, 79, 036306, https://doi.org/10.1103/PhysRevE.79.036306, 2009.
Berger, C., McArdell, B. W., and Schlunegger, F.: Direct measurement of channel erosion by debris flows, Illgraben, Switzerland, J. Geophys. Res.-Earth, 116, F01002, https://doi.org/10.1029/2010JF001722, 2011.
Short summary
Debris flows are characterized by unsteady flows of water with different content of clay, silt, sand, gravel, and large particles, resulting in a dense moving mixture mass. Here we present a three-dimensional fluid dynamic solver that simulates the flow as a mixture of a pressure-dependent rheology model of the gravel mixed with a Herschel–Bulkley rheology of the fine material suspension. We link rheological parameters to the material composition. The user must specify two free model parameters.
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